| Parameter | Value | Unit |
|---|---|---|
| Width (b) | in | |
| Height (d) | in | |
| S | in³ | |
| I | in⁴ | |
| Fb | psi | |
| E | psi |
Note: Properties (b, d, S, I) reflect the selected member's orientation: "Skid - Flat" uses weak axis bending, "Beam - On Edge" uses strong axis bending.
Allowable Load per Segment: 0 lbs
Total Load Demand: 0 lbs
| Rank | Skids | Posts | Segments | Span (ft) | Size | Total Capacity (lbs) | Est. Cost ($) | Cost Efficiency ($/lb Demand) |
|---|
| Rank | Beams | Posts | Segments | Span (ft) | Size | Total Capacity (lbs) | Est. Cost ($) | Cost Efficiency ($/lb Demand) |
|---|
Note: Layout recommendations require Total Capacity >= 1.5x Total Load Demand. Cost is an estimate. Efficiency = Cost / Demand. Lower efficiency value is better. Capacity calculation uses appropriate weak/strong axis properties based on selected member type and orientation.